Posted by: tomcat007 - 01-20-2011, 07:28 AM - Forum: Archive
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Dear folks,
Can anyone share this old but useful paper
"Simplified Procedures for Estimating Dam and Embankment Earthquake Induced Deformations, Makdisi and Seed, 1978).
Author: ICE Geotechnical Engineering Group
Paperbound ISBN: 9780727703880
Publication Date: April 1987
Format: Paperbound
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Book Summary
This book and its associated notes for guidance, have been developed as an authoritative and unifying statement of good practice in ground treatment work. The material has been brought together under the guidance of an ICE appointed team of engineers with wide experience and expertise in the field supported by other experts in specific technical and contractual areas.
Although the specification and the notes for guidance are being sold as a package, they have been bound separately so that the specification itself can be included as part of a contract.
Table of Contents
Introduction
Appointment of specialist contractors for ground treatment
Use of the Specification for ground treatment
Notes on clauses in specification for ground treatment
NG.1 General requirements for ground treatment work
NG.2 Ground treatment by vibrocompaction/vibroflotation
NG.3 Ground treatment by vibrated stone columns
NG.4 Ground treatment by dynamic compaction/consolidation
NG.5 Ground treatment by deep drains
NG.6 Testing ground treatment
Notes on specimen bills of quantities
Specimen bills of quantities
Appendix 1
Appendix 2
This European Standard specifies tolerances on shape dimensions and mass of structural steel I and H sections. These requirements do not apply to I and H sections rolled from stainless steel. These requirements do not apply to taper flange sections.
NOTE Until a European Standard for dimensions of I and H beams is published Euronorm19 and Euronorm53 or corresponding national standards may be used.
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Increasing Seismic safety by Combining Engineering Technologies and Seismological Data
Author: Marco Mucciarelli et al | Size: 35.5 MB | Format:PDF | Publisher: Springer | Year: 2007 | pages: 386 | ISBN: 9781402091964
Under the title “Increasing Seismic Safety by Combining Engineering Technologies and Seismological Data”, we grouped several topics to be discussed
together by engineers and seismologists:
1. Can we use ambient noise building and soil characterisation to extract useful information for engineers?
2. How we can tell apart a frequency decrease due to distributed damage, concentrated damage, time-varying building and soil behaviour?
3. Which is the role of transients in ambient noise analysis?
4. Can we quantify the influence of existing buildings on ground-motion recordings (both noise and earthquake)?
5. To which extent soil-building resonance is a cause of damage enhancement?
6. How to couple soil and building non-linear behaviour?
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Shakedown Tests of One-Third–Scale Composite Bridge
Journal of Bridge Engineering, Vol. 1, No. 1, February 1996, pp. 2-9
M. G. Barker et al.
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Shakedown Limit State of Compact Steel Girder Bridges
Journal of Structural Engineering, Vol. 118, No. 4, April 1992, pp. 986-998
M. G. Barker, T. V. Galambos
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The five volume series, Barry’s Construction of Buildings, has been established as a standard text on building technology for many years. However, a substantial update has long been required, and while doing this the opportunity has been taken to reduce five volumes to two in a more user-friendly format.
The introductory volume covers domestic construction and brings together material from volumes 1, 2 and part of 5. The extensive revision includes modern concepts on site assembly, environmental issues and safety, and features further reading.
Book Description
The five-volume series Barry’s Construction of Buildings has long been established as a standard text on building technology. However, a substantial update has long been required, and while doing this the opportunity has been taken to reduce five volumes to two in a more user-friendly format. The introductory volume covers domestic construction and brings together material from volumes one, two and five. The extensive revision includes modern concepts on site assembly, environmental issues, and safety, and features further reading
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ASCE Journal of Structural Engineering (2003~ 2009)
Volume 135, 2009 (size: ~107Mo)
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